Seismic Response Analysis of a Reinforced Concrete Block Shear Wall Asymmetric Building-Reference-Cited by-同舟云学术

Seismic Response Analysis of a Reinforced Concrete Block Shear Wall Asymmetric Building

Published:2015-07 Issue:7 Volume:141 Page:04014178
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Heerema Paul¹,Shedid Marwan²,El-Dakhakhni Wael³

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, McMaster Univ., Hamilton, ON, Canada L8S 4L7.

2. Assistant Professor, Structural Engineering Dept., Ain Shams Univ., Cairo, Egypt (corresponding author).

3. Martini Mascarin and George Chair in Masonry Design, Dept. of Civil Engineering, McMaster Univ., Hamilton, ON, Canada L8S 4L7.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0001140

Reference24 articles.

1. Small-scale modeling of concrete block masonry structures;Abboud B. E.;ACI Struct. J.,1990

2. Abrams D. (1986). “Measured hysteresis in a masonry building system.” Proc. 3rd U.S. Conf. on Earthquake Engineering Earthquake Engineering Research Institute Oakland CA.

3. Force- and Displacement-Based Seismic Performance Parameters for Reinforced Masonry Structural Walls with Boundary Elements

4. Seismic Performance Quantification of Reinforced Masonry Structural Walls with Boundary Elements

5. Canadian Standards Association (CSA). (2004a). “CSA standards on concrete masonry units.” CSA A165 Mississauga ON Canada.

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